[go: up one dir, main page]

CN109594434B - A nacre structure rail damper - Google Patents

A nacre structure rail damper Download PDF

Info

Publication number
CN109594434B
CN109594434B CN201811398907.2A CN201811398907A CN109594434B CN 109594434 B CN109594434 B CN 109594434B CN 201811398907 A CN201811398907 A CN 201811398907A CN 109594434 B CN109594434 B CN 109594434B
Authority
CN
China
Prior art keywords
elastic
block
rail
layer
mass
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201811398907.2A
Other languages
Chinese (zh)
Other versions
CN109594434A (en
Inventor
金浩
周新
田清荣
周顺华
聂小凡
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tongji University
Original Assignee
Tongji University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tongji University filed Critical Tongji University
Priority to CN201811398907.2A priority Critical patent/CN109594434B/en
Publication of CN109594434A publication Critical patent/CN109594434A/en
Application granted granted Critical
Publication of CN109594434B publication Critical patent/CN109594434B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B19/00Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
    • E01B19/003Means for reducing the development or propagation of noise

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

本发明涉及一种珍珠层结构钢轨阻尼器,所述的钢轨阻尼器用于贴合于钢轨两侧的轨腰上,对行车时的振动噪音进行削弱,所述的钢轨阻尼器由内到外依次包括弹性黏贴层(3)、金属连结层(4)和珍珠复合层(5),所述的珍珠复合层(5)包括质量块(51)、弹性块(52)以及包覆于质量块(51)、弹性块(52)外部的弹性包覆层(53),所述的质量块(51)和弹性块(52)沿钢轨高度方向交错排列。与现有技术相比,本发明具有可实现大规模生产、快速消耗噪音能量等优点。

Figure 201811398907

The invention relates to a steel rail damper with a nacre layer structure. The steel rail damper is used to fit on the rail waists on both sides of the steel rail to attenuate the vibration noise during driving. The steel rail damper is arranged in sequence from the inside to the outside It comprises an elastic adhesive layer (3), a metal connection layer (4) and a pearl composite layer (5), and the pearl composite layer (5) comprises a mass block (51), an elastic block (52) and a mass block covered (51), the elastic coating layer (53) outside the elastic block (52), the mass block (51) and the elastic block (52) are staggered along the height direction of the rail. Compared with the prior art, the present invention has the advantages of realizing large-scale production, rapidly consuming noise energy and the like.

Figure 201811398907

Description

一种珍珠层结构钢轨阻尼器A nacre structure rail damper

技术领域technical field

本发明涉及一种轨道交通减振降噪领域,尤其是涉及一种珍珠层结构钢轨阻尼器。The invention relates to the field of vibration reduction and noise reduction of rail traffic, in particular to a nacre structure steel rail damper.

背景技术Background technique

随着城市轨道交通的大量建设,越来越多的轨道交通线路临近甚至穿越需要进行振动控制的建筑物。目前,振动控制主要通过轨道减振、传播途径隔振及受振体(如建筑物等)隔振等三方面进行。轨道减振措施从振源角度出发,对环境振动控制效果具有直接影响。通过钢轨阻尼器,可以改善轮轨接触关系,有效降低行车造成的振动与噪声。With the massive construction of urban rail transit, more and more rail transit lines approach or even pass through buildings that require vibration control. At present, vibration control is mainly carried out through three aspects: track vibration reduction, propagation path vibration isolation, and vibration isolation of the receiving body (such as buildings, etc.). From the perspective of vibration source, the rail vibration reduction measures have a direct impact on the environmental vibration control effect. The rail damper can improve the wheel-rail contact relationship and effectively reduce the vibration and noise caused by driving.

通常使用的钢轨阻尼器为了减小钢轨腹板振动引起的噪声,在钢轨腹部粘贴了减振橡胶,一般是在钢轨腹部粘上橡胶后再粘上钢板,以增加振动质量,起到衰减作用,其中要求使用高阻尼橡胶增大振动衰减作用,达到降噪目的。In order to reduce the noise caused by the vibration of the rail web, the commonly used rail damper is pasted with vibration damping rubber on the rail belly. Generally, the rubber is pasted on the rail belly and then the steel plate is pasted to increase the vibration quality and attenuate. Among them, it is required to use high damping rubber to increase the vibration damping effect and achieve the purpose of noise reduction.

专利号为CN201710655786.4的专利公开了一种活塞式钢轨阻尼器,其安装在钢轨的轨腰两侧,所述活塞式钢轨阻尼器包括橡胶板以及埋设在所述橡胶板内部的活塞式颗粒阻尼元件;所述活塞式颗粒阻尼元件包括壳体,所述壳体内部设置有阻尼颗粒和金属球;所述金属球与所述橡胶板之间经金属丝连接固定。该技术方案采用橡胶内部填充阻尼颗粒和串接的金属球的方法来达到降噪目的,但此技术方案中金属球间的金属丝连接固定工序复杂,不利于大规模的生产实施。The patent with the patent number of CN201710655786.4 discloses a piston-type rail damper, which is installed on both sides of the rail waist of the rail. The piston-type rail damper includes a rubber plate and piston-type particles embedded in the rubber plate. A damping element; the piston-type particle damping element comprises a casing, and damping particles and metal balls are arranged inside the casing; the metal balls and the rubber plate are connected and fixed by wires. The technical solution adopts the method of filling damping particles and metal balls in series in the rubber to achieve the purpose of noise reduction.

发明内容SUMMARY OF THE INVENTION

本发明的目的就是为了克服上述现有技术存在的缺陷而提供一种珍珠层结构钢轨阻尼器。The purpose of the present invention is to provide a nacre structure rail damper in order to overcome the above-mentioned defects of the prior art.

本发明的目的可以通过以下技术方案来实现:The object of the present invention can be realized through the following technical solutions:

一种珍珠层结构钢轨阻尼器,所述的钢轨阻尼器用于贴合于钢轨两侧的轨腰上,对行车时的振动噪音进行削弱,所述的钢轨阻尼器由内到外依次包括弹性黏贴层、金属连结层和珍珠复合层,所述的珍珠复合层包括质量块、弹性块以及包覆于质量块、弹性块外部的弹性包覆层,所述的质量块和弹性块沿钢轨高度方向交错排列。A nacre structure steel rail damper, the steel rail damper is used to fit on the rail waist on both sides of the steel rail to weaken the vibration noise during driving, and the steel rail damper sequentially includes elastic adhesive from the inside to the outside. The sticking layer, the metal connecting layer and the pearl composite layer, the pearl composite layer includes a mass block, an elastic block and an elastic coating layer covering the outside of the mass block and the elastic block, and the mass block and the elastic block are along the height of the rail The directions are staggered.

进一步地,所述的质量块和弹性块均为六面体结构,Further, the mass block and the elastic block are both hexahedral structures,

进一步地,所述的质量块和弹性块的最大边长为钢轨轨腰高度的1/20~1/5。Further, the maximum side length of the mass block and the elastic block is 1/20-1/5 of the height of the rail waist of the rail.

进一步地,所述的质量块和弹性块均沿钢轨的延伸方向成行排列,质量块所成行与弹性块所成行交错排列。Further, the mass blocks and the elastic blocks are arranged in a row along the extending direction of the rail, and the rows of the mass blocks and the elastic blocks are staggered.

进一步地,每行中的质量块间以及每行中的弹性块间均设有间隙,所述的间隙由弹性包覆层填充。Further, gaps are provided between the mass blocks in each row and between the elastic blocks in each row, and the gaps are filled by the elastic coating layer.

进一步地,所述的弹性黏贴层、金属连结层和珍珠复合层通过胶黏或卡接的方式相互紧固。Further, the elastic adhesive layer, the metal connecting layer and the pearl composite layer are fastened to each other by means of gluing or clamping.

进一步地,所述的质量块和弹性块上均有一个面紧密贴合于金属连结层上。Further, one surface of the mass block and the elastic block is closely attached to the metal connecting layer.

进一步地,所述的质量块所成行与弹性块所成行的长度均为0.2~0.8m。Further, the lengths of the rows formed by the mass blocks and the rows formed by the elastic blocks are both 0.2 to 0.8 m.

进一步地,所述的弹性块和弹性包覆层均为弹性橡胶材料,所述的质量块为钢或合金钢材料。Further, the elastic block and the elastic coating layer are both elastic rubber materials, and the mass block is steel or alloy steel material.

进一步地,所述的弹性黏贴层为弹性橡胶材料,所述的金属连结层为钢或合金钢材料。Further, the elastic adhesive layer is made of elastic rubber material, and the metal connection layer is made of steel or alloy steel material.

与现有技术相比,本发明具有以下优点:Compared with the prior art, the present invention has the following advantages:

1、本发明中的质量块和弹性块分别通过切割钢条和橡胶条获得,可实现批量化的快速工业生产,并且在码放成列的过程中也完全由机械手完成,生产效率高。1. The mass block and the elastic block in the present invention are obtained by cutting steel strips and rubber strips respectively, which can realize rapid industrial production in batches, and is also completely completed by a robot during the process of stacking in a row, and the production efficiency is high.

2、本发明中采用包覆在弹性橡胶中并且交错排布的质量块和弹性块组成的珍珠层结构,其阻尼面积远大于粘贴于轨腰的面积,使得阻尼应力和阻尼力矩显著增加,耗能作用加强。2. In the present invention, the nacre structure composed of mass blocks and elastic blocks which are covered in elastic rubber and arranged in a staggered manner is adopted. Can strengthen.

3、本发明中珍珠层采用六面体钢块和六面体橡胶弹性块交错堆叠的方式设计,这样振动能量依次由弹性黏贴层和金属连结层传播至珍珠后使得质量块与弹性块产生内部摩擦和相互错动,使得大量的能量在此过程中转变为热能而耗散掉,从而明显的降低了振动所辐射的噪声能量。3. In the present invention, the nacre layer is designed by staggered stacking of hexahedral steel blocks and hexahedral rubber elastic blocks, so that the vibration energy is transmitted to the pearl from the elastic adhesive layer and the metal connection layer in turn, so that the mass block and the elastic block generate internal friction and mutual interaction. Dislocation makes a large amount of energy converted into heat energy and dissipated in the process, thus significantly reducing the noise energy radiated by vibration.

附图说明Description of drawings

图1为本发明中钢轨阻尼器的整体结构示意图;Fig. 1 is the overall structure schematic diagram of the rail damper in the present invention;

图2为本发明中质量块和弹性块的排布结构示意图;2 is a schematic diagram of the arrangement structure of the mass block and the elastic block in the present invention;

图3为本发明中弹性包覆层的包覆结构示意图;3 is a schematic diagram of the coating structure of the elastic coating layer in the present invention;

图4为本发明在钢轨上的装配效果图。FIG. 4 is an assembly effect diagram of the present invention on the rail.

图中:3、弹性黏贴层,4、金属连结层,5、珍珠复合层,51、质量块,52、弹性块,53、弹性包覆层。In the picture: 3. Elastic adhesive layer, 4. Metal connection layer, 5. Pearl composite layer, 51. Mass block, 52. Elastic block, 53. Elastic coating layer.

具体实施方式Detailed ways

下面结合附图和具体实施例对本发明进行详细说明。The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.

珍珠层结构钢轨阻尼器贴合于钢轨两侧的轨腰上,钢轨阻尼器由内到外依次包括弹性黏贴层3、金属连结层4和珍珠复合层5,参见图1。珍珠复合层5包括质量块51、弹性块52以及包覆于质量块51、弹性块52外部的弹性包覆层53,参见图2。The nacre structure rail damper is attached to the rail waist on both sides of the rail. The rail damper includes an elastic adhesive layer 3, a metal connection layer 4 and a pearl composite layer 5 sequentially from the inside to the outside, see Figure 1. The pearl composite layer 5 includes a mass block 51 , an elastic block 52 and an elastic coating layer 53 covering the outside of the mass block 51 and the elastic block 52 , see FIG. 2 .

在具体的装配过程中,首先将钢条及弹性橡胶条裁切为六面体块状,即获得质量块51和弹性块52,其中控制质量块51和弹性块52的最大边长为钢轨轨腰高度的1/20~1/5,尺寸选好后每次裁切过程控制质量块51和弹性块52的尺寸尽量统一。之后将质量块51和弹性块52均沿钢轨的延伸方向成行排列,质量块51所成行与弹性块52所成行交错排列,每行中的质量块51间以及每行中的弹性块52间留设有间隙,控制质量块51所成行与弹性块52所成行的长度均为0.2~0.8m,间隙由弹性包覆层53来浇灌填充填充,参见图3,如此便构成了沿钢轨高度方向质量块51和弹性块52交错排列的结构,这样便制成了珍珠复合层5。之后将弹性黏贴层3、金属连结层4和珍珠复合层5通过胶黏或卡接的方式相互紧固,使得质量块51和弹性块52上均有一个面紧密贴合于金属连结层4上。最后通过胶黏或者金属夹具将弹性黏贴层3固定于钢轨两侧的轨腰上,参见图4。In the specific assembly process, the steel strip and the elastic rubber strip are first cut into hexahedral blocks, that is, the mass block 51 and the elastic block 52 are obtained, wherein the maximum side length of the control mass block 51 and the elastic block 52 is the height of the rail waist of the rail 1/20~1/5 of the size, after the size is selected, the size of the control mass block 51 and the elastic block 52 is as uniform as possible in each cutting process. Then, the mass blocks 51 and the elastic blocks 52 are arranged in a row along the extending direction of the rail. There is a gap, the length of the line of the control mass block 51 and the line of the elastic block 52 are both 0.2-0.8m, and the gap is filled by the elastic coating layer 53, see Figure 3, so that the mass along the height direction of the rail is formed. The blocks 51 and the elastic blocks 52 are arranged in a staggered structure, so that the pearl composite layer 5 is made. Afterwards, the elastic adhesive layer 3, the metal connection layer 4 and the pearl composite layer 5 are fastened to each other by means of gluing or clamping, so that one surface of the mass block 51 and the elastic block 52 is closely attached to the metal connection layer 4. superior. Finally, the elastic adhesive layer 3 is fixed on the rail waists on both sides of the rail by gluing or metal clamps, as shown in FIG. 4 .

Claims (1)

1.一种珍珠层结构钢轨阻尼器,所述的钢轨阻尼器贴合于钢轨两侧的轨腰上,用于对行车时的振动噪音进行削弱,其特征在于,所述的钢轨阻尼器由内到外依次包括弹性黏贴层(3)、金属连结层(4)和珍珠复合层(5),所述的珍珠复合层(5)包括质量块(51)、弹性块(52)以及包覆于质量块(51)、弹性块(52)外部的弹性包覆层(53),所述的质量块(51)和弹性块(52)沿钢轨高度方向交错排列;1. a nacre structure rail damper, the rail damper is fitted on the rail waist on both sides of the rail, for the vibration noise during driving is weakened, it is characterized in that, the rail damper is made of It includes an elastic adhesive layer (3), a metal connecting layer (4) and a pearl composite layer (5) in turn from the inside to the outside, and the pearl composite layer (5) includes a mass block (51), an elastic block (52) and a package. an elastic coating layer (53) covering the outside of the mass block (51) and the elastic block (52), the mass block (51) and the elastic block (52) are staggered along the height direction of the rail; 所述的质量块(51)和弹性块(52)均为六面体结构,所述的质量块(51)和弹性块(52)均沿钢轨的延伸方向成行排列,质量块(51)所成行与弹性块(52)所成行交错排列,每行中的质量块(51)间以及每行中的弹性块(52)间均设有间隙,所述的间隙由弹性包覆层(53)填充;The mass blocks (51) and the elastic blocks (52) are both hexahedral structures, the mass blocks (51) and the elastic blocks (52) are arranged in a row along the extending direction of the rail, and the rows of the mass blocks (51) are aligned with the rails. The elastic blocks (52) are arranged in staggered rows, and gaps are provided between the mass blocks (51) in each row and between the elastic blocks (52) in each row, and the gaps are filled by the elastic coating layer (53); 所述的质量块(51)和弹性块(52)的最大边长为钢轨轨腰高度的 1/20~1/5;The maximum side length of the mass block (51) and the elastic block (52) is 1/20~1/5 of the height of the rail waist; 所述的弹性黏贴层(3)、金属连结层(4)和珍珠复合层(5)通过胶黏或卡接的方式相互紧固,所述的质量块(51)和弹性块(52)上均有一个面紧密贴合于金属连结层(4)上;The elastic adhesive layer (3), the metal connecting layer (4) and the pearl composite layer (5) are fastened to each other by means of gluing or snapping, and the mass block (51) and the elastic block (52) There is a surface closely attached to the metal connection layer (4); 所述的质量块(51)所成行与弹性块(52)所成行的长度均为 0.2~0.8m;The lengths of the line formed by the mass block (51) and the line formed by the elastic block (52) are both 0.2~0.8m; 所述的弹性块(52)和弹性包覆层(53)均为弹性橡胶材料,所述的质量块(51)为钢或合金钢材料,所述的弹性黏贴层(3)为弹性橡胶材料,所述的金属连结层(4)为钢或合金钢材料。The elastic block (52) and the elastic coating layer (53) are both elastic rubber materials, the mass block (51) is steel or alloy steel material, and the elastic adhesive layer (3) is elastic rubber Material, the metal connection layer (4) is made of steel or alloy steel.
CN201811398907.2A 2018-11-22 2018-11-22 A nacre structure rail damper Active CN109594434B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811398907.2A CN109594434B (en) 2018-11-22 2018-11-22 A nacre structure rail damper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811398907.2A CN109594434B (en) 2018-11-22 2018-11-22 A nacre structure rail damper

Publications (2)

Publication Number Publication Date
CN109594434A CN109594434A (en) 2019-04-09
CN109594434B true CN109594434B (en) 2020-11-27

Family

ID=65958689

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811398907.2A Active CN109594434B (en) 2018-11-22 2018-11-22 A nacre structure rail damper

Country Status (1)

Country Link
CN (1) CN109594434B (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110004973B (en) * 2019-04-28 2023-11-03 西安航空学院 A landslide protection retaining wall
CN114687256B (en) * 2020-12-30 2024-08-23 洛阳科博思新材料科技有限公司 Broadband track damping vibration attenuation and noise reduction device

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102155505A (en) * 2011-04-12 2011-08-17 中国铁道科学研究院金属及化学研究所 Brake plate of train speed reducer and manufacturing method thereof
CN102268850A (en) * 2011-06-10 2011-12-07 北京环铁联合噪声控制科技有限公司 Damping shock absorber for track
CN105908581A (en) * 2016-04-21 2016-08-31 同济大学 Composite particle damper used for reducing steel rail vibration noise
DE102015015554A1 (en) * 2015-11-06 2017-05-11 Hans Tiefenbach GmbH Method for reducing the noise emission of rails
CN107326752A (en) * 2017-08-03 2017-11-07 华东交通大学 A kind of piston type rail damper

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU838175A1 (en) * 1979-02-28 1981-06-15 Новосибирский электротехнический институт Damping element
FR2782687B1 (en) * 1998-09-02 2003-01-10 Alstom Technology COMPOSITE LONGERON BOGIE
JP2003117927A (en) * 2001-10-12 2003-04-23 Bando Chem Ind Ltd Method of manufacturing rubber steel sheet laminate
US7249442B2 (en) * 2005-04-11 2007-07-31 Ridg-U-Rak, Inc. Storage rack vibration isolators and related storage rack systems
WO2014139323A1 (en) * 2013-03-12 2014-09-18 The Hong Kong University Of Science And Technology Sound attenuating structures
CN205780501U (en) * 2016-05-27 2016-12-07 西南交通大学 A kind of acoustic metamaterial suspension vibration insulation structure
CN106192785A (en) * 2016-08-30 2016-12-07 国家电网公司 A kind of full frequency band noise reduction barrier for transformer station and screening arrangement
CN206815108U (en) * 2017-03-03 2017-12-29 上海工程技术大学 A kind of dismountable multistage resonant track railway roadbed power vibration damping assembly
CN206956466U (en) * 2017-03-14 2018-02-02 上海工程技术大学 A kind of multistage shearing shaped steel rail dynamic damping bump leveller

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102155505A (en) * 2011-04-12 2011-08-17 中国铁道科学研究院金属及化学研究所 Brake plate of train speed reducer and manufacturing method thereof
CN102268850A (en) * 2011-06-10 2011-12-07 北京环铁联合噪声控制科技有限公司 Damping shock absorber for track
DE102015015554A1 (en) * 2015-11-06 2017-05-11 Hans Tiefenbach GmbH Method for reducing the noise emission of rails
CN105908581A (en) * 2016-04-21 2016-08-31 同济大学 Composite particle damper used for reducing steel rail vibration noise
CN107326752A (en) * 2017-08-03 2017-11-07 华东交通大学 A kind of piston type rail damper

Also Published As

Publication number Publication date
CN109594434A (en) 2019-04-09

Similar Documents

Publication Publication Date Title
CN109594434B (en) A nacre structure rail damper
CN105908581B (en) A kind of composite particles damper for reducing rail vibration noise
CN104005309B (en) Shearing track vibration damping denoising device
CN217810251U (en) Overhead double-track noise reduction system
CN108867425B (en) Tunnel active vibration absorption type multiple sound barrier
CN202530345U (en) Rail shock absorber
CN206956466U (en) A kind of multistage shearing shaped steel rail dynamic damping bump leveller
CN211285085U (en) Dynamic vibration absorber
CN107503247A (en) A kind of piston type particle damping energy dissipation vibration damping sleeper
CN110184861B (en) Composite energy-consumption vibration-damping noise-reducing device
CN112211313B (en) Spatial three-dimensional deformation shock absorber capable of achieving energy consumption in grading manner
CN105113655A (en) Prestressed visco-elasticity damping wall
CN110185311A (en) A kind of damping adjustable damping denoising device
CN208899356U (en) A new type of sound barrier unit plate and a new type of sound barrier assembled therefrom
CN206091501U (en) An anti-seismic structural joint for a building
CN207277884U (en) A kind of concrete beam strengthening structure that precast hole steel plate is set
CN217294122U (en) A restraint damping noise reduction device for train wheels
CN217415861U (en) Conveying equipment for production of porous V-shaped baffling structured packing
CN205636536U (en) Railroad platform is with interfering noise elimination component and device
CN221721409U (en) A partition structure of a subway station
CN210561711U (en) Damping device for road and bridge
CN115450343B (en) A three-way motion box type mild steel damper and its application
CN218264406U (en) Building bight shock insulation node structure
CN220036522U (en) Damping bridge-cutoff composite sound insulation door
CN202214846U (en) Sound insulation structure of building floor slab in wood structure and light steel structure

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant